Energia Especifica
15
Datos del canal N° DESCRIPCION VALOR UNIDADES 1 Q= 0.4 m3/s 2 Z= 0.577 3 S= 0.002 m/m 4 n= 0.015 5 b= 0.5 m y E Emin 0.05 11.71238064 0.485058202879 0.10 2.721592474 0.15 1.203296503 0.20 0.738204359 0.25 0.56427812 0.30 0.499932688 0.35 0.485058203 0.40 0.49539762 0.45 0.519757161 0.50 0.552442673 0.55 0.590334337 0.60 0.631619639 0.65 0.675194326 0.70 0.720358638 0.75 0.766654191 0.80 0.81377207 0.85 0.861498923 0.90 0.909684195 0.95 0.958219613 1.00 1.007025987 ENERGÍA ESPECÍFICA VS TIRANTE (Q=CTE) 0 0.1 0.2 0.3 0.4 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 Curva de Ener E Tirante
-
Upload
carlos-ricaldi-victorio -
Category
Documents
-
view
226 -
download
2
description
dfgfg
Transcript of Energia Especifica
TRAMO KM 00+000-KM 00+460
Datos del canalN° DESCRIPCION VALOR UNIDADES
1 Q= 0.4 m3/s2 Z= 0.5773 S= 0.002 m/m4 n= 0.0155 b= 0.5 m
y E Emin0.05 11.71238064 0.4850582028790.10 2.7215924740.15 1.2032965030.20 0.7382043590.25 0.564278120.30 0.4999326880.35 0.4850582030.40 0.495397620.45 0.5197571610.50 0.5524426730.55 0.5903343370.60 0.6316196390.65 0.6751943260.70 0.7203586380.75 0.7666541910.80 0.813772070.85 0.8614989230.90 0.9096841950.95 0.9582196131.00 1.007025987
La energia especifica es funcion del tirante con Q=cte
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
ENERGÍA ESPECÍFICA VS TIRANTE (Q=CTE)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Energia
Tira
nte
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de EnergiaAsintota
Energia
Tira
nte
Yc
TRAMO KM 00+000-KM 00+460
N° DESCRIPCION
1 Q=2 Z=3 S=4 n=5 b=6 E=
Y Q Qmax0.05 0.077257396 0.40.10 0.1532994480.15 0.2256029620.20 0.2911073410.25 0.3459319090.30 0.3848329580.35 0.40.40 0.3777020340.45 0.283570087
La energia especifica es funcion del tirante con Q=cte
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
CAUDAL VS TIRANTE (E=CTE)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.20
0.40
0.60
0.80
1.00
1.20
Curva de Energia Asintota
Caudal
Tira
nte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Energia
Tira
nte
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de EnergiaAsintota
Energia
Tira
nte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de EnergiaAsintota
Caudal
Tira
nte
TRAMO KM 00+000-KM 00+460
VALOR UNIDADES
0.4 m3/s0.5770.002 m/m0.015
0.5 m0.485058203 m-kg/kg
El caudal es funcion del tirante con E=cte
CAUDAL VS TIRANTE (E=CTE)
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.20
0.40
0.60
0.80
1.00
1.20
Curva de Energia Asintota
Caudal
Tira
nte
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de EnergiaAsintota
Caudal
Tira
nte
TRAMO KM 00+460-KM 01+400
Datos del canalN° DESCRIPCION VALOR UNIDADES
1 Q= 0.4 m3/s2 Z= 0.5773 S= 0.004 m/m4 n= 0.0155 b= 0.5 m
y E Emin0.05 11.7123806 0.48505820.10 2.721592470.15 1.20329650.20 0.738204360.25 0.564278120.30 0.499932690.35 0.48505820.40 0.495397620.45 0.519757160.50 0.552442670.55 0.590334340.60 0.631619640.65 0.675194330.70 0.720358640.75 0.766654190.80 0.813772070.85 0.861498920.90 0.90968420.95 0.958219611.00 1.00702599
La energia especifica es funcion del tirante con Q=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Energia
Tira
nte
ENERGÍA ESPECÍFICA VS TIRANTE (Q=CTE)
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
TRAMO KM 00+460-KM 01+400
N° DESCRIPCION VALOR UNIDADES
1 Q= 0.4 m3/s2 Z= 0.5773 S= 0.004 m/m4 n= 0.0155 b= 0.5 m6 E= 0.4850582 m-kg/kg
y Q Qmax0.05 0.0772574 0.40.10 0.153299450.15 0.225602960.20 0.291107340.25 0.345931910.30 0.384832960.35 0.40.40 0.377702030.45 0.28357009
La energia especifica es funcion del tirante con Q=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Energia
Tira
nte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Caudal
Tira
nte
CAUDAL VS TIRANTE (E=CTE)
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
TRAMO KM 00+460-KM 01+400 TRAMO KM 00+460-KM 02+094
Datos del canalN°
12345
y E0.05 11.71238060.10 2.721592470.15 1.20329650.20 0.738204360.25 0.564278120.30 0.499932690.35 0.48505820.40 0.495397620.45 0.519757160.50 0.552442670.55 0.590334340.60 0.631619640.65 0.675194330.70 0.720358640.75 0.766654190.80 0.813772070.85 0.861498920.90 0.90968420.95 0.958219611.00 1.00702599
El caudal es funcion del tirante con E=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Caudal
Tira
nte
CAUDAL VS TIRANTE (E=CTE) ENERGÍA ESPECÍFICA VS TIRANTE (Q=CTE)
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
TRAMO KM 00+460-KM 02+094
Datos del canalDESCRIPCION VALOR UNIDADES
Q= 0.4 m3/sZ= 0.577S= 0.0015 m/mn= 0.015b= 0.5 m
Emin0.4850582
La energia especifica es funcion del tirante con Q=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Energia
Tira
nte
ENERGÍA ESPECÍFICA VS TIRANTE (Q=CTE)
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
TRAMO KM 00+460-KM 02+094
N° DESCRIPCION VALOR UNIDADES
1 Q= 0.4 m3/s2 Z= 0.5773 S= 0.0015 m/m4 n= 0.0155 b= 0.5 m6 E= 0.4850582 m-kg/kg
y Q Qmax0.05 0.0772574 0.40.10 0.153299450.15 0.225602960.20 0.291107340.25 0.345931910.30 0.384832960.35 0.40.40 0.377702030.45 0.28357009
El caudal es funcion del tirante con E=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Caudal
Tira
nte
CAUDAL VS TIRANTE (E=CTE)
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
TRAMO KM 00+460-KM 02+094
El caudal es funcion del tirante con E=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Caudal
Tira
nte
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
